edificio-12-pisos cros.xlsx
TRANSCRIPT
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* TRABAJAREMOS CON EL EJE B-B (EJE PRINCIPAL)
Del predimensionamiento:
NIVEL SECCION DE COLUMNA
13C-1 25 X 25C-2 20 X 20
12C-1 25 X 25C-2 20 X 20
11C-1 30 X 30C-2 25 X 25
10C-1 30 X 30C-2 25 X 25
9C-1 30 X 30C-2 25 X 25
8C-1 30 X 30C-2 25 X 25
7C-1 30 X 30C-2 25 X 25
6C-1 30 X 30C-2 25 X 25
5C-1 35 X 35C-2 30 X 30
4C-1 35 X 35C-2 30 X 30
3C-1 40 X 40C-2 35 X 35
2C-1 55 X 55C-2 50 X 50
1C-1 55 X 55C-2 50 X 50
Cálculo de rigideces eje B-B
1er al 5to pisoy
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6to al 10mo piso 70 b=h=
30
Cálculo de Inercia:I = b*h^3
12
I = 85.75 dm4
VIGASLongitud m dm k=I/L
L= 6.56 65.6 1.31L= 4.65 46.5 1.84L= 7.19 71.9 1.19
11, 12 y 13avo piso
80 b=h=
30
Cálculo de Inercia:I = b*h^3
12
I = 128 dm4
VIGASLongitud m dm k=I/L
L= 6.56 65.6 1.95L= 4.65 46.5 2.75L= 7.19 71.9 1.78
Cálculo de rigideces para columnas eje B-B
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COLUMNAS
EJE B-B NIVEL h(dm)Seccióncolumna
EJE 2 Y 3 13 y12C1 30 25
EJE 1 Y 4 C2 30 20EJE 2 Y 3 11 al 6
C1 30 30EJE 1 Y 4 C2 30 25EJE 2 Y 3 5 y 4
C1 30 35EJE 1 Y 4 C2 30 30EJE 2 Y 3 3
C1 30 40EJE 1 Y 4 C2 30 35EJE 2 Y 3 2
C1 30 55EJE 1 Y 4 C2 30 50EJE 2 Y 3
1C1 30 55
EJE 1 Y 4 C2 30 50
Cálculo de la Rigidez relativa:
1.950.04 0.11
1.950.04 0.11
1.950.11 0.23
1.310.11 0.23
1.310.11 0.23
1.310.11 0.23
1.310.11 0.23
1.310.11 0.23
1.310.23 0.42
1.310.23 0.42
1.310.42 0.71
1.311.74 2.54
1.311.74 2.54
1 2
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6.56
Rigidez de Nudos:
Aplicando la fórmula
Knudo = (Kcolumna)
NIVELES EJE 1 EJE 213 0.043 0.10612 0.043 0.10611 0.103 0.21510 0.100 0.2109 0.100 0.2108 0.100 0.2107 0.100 0.2106 0.100 0.2105 0.192 0.3684 0.192 0.3683 0.316 0.5802 0.746 1.4071 0.746 1.407
∑▒𝐾𝑣𝑖𝑔𝑎𝑠∑▒𝐾𝑐𝑜𝑙𝑢𝑚𝑛𝑎𝑠 + ∑▒𝐾𝑣𝑖𝑔𝑎𝑠
![Page 5: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/5.jpg)
CÁLCULO DE RIGIDEZ
h=SECCION DE VIGA: h=
b h h=* Del 1er al 5to piso 30 x 70 h=* Del 6to al 10mo piso 30 x 70 h=*11, 12 y 13vo piso 30 x 80 h=
h=h=h=h=h=h=h=
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30 cm 3 dm70 cm 7 dm
VIGAS
dm3dm3dm3
30 cm 3 dm80 cm 8 dm
VIGAS
dm3dm3dm3
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COLUMNASSección
I unidadcolumna
25 3.26 0.11 dm320 1.33 0.04 dm330 6.75 0.23 dm325 3.26 0.11 dm335 12.51 0.42 dm330 6.75 0.23 dm340 21.33 0.71 dm335 12.51 0.42 dm355 76.26 2.54 dm350 52.08 1.74 dm355 76.26 2.54 dm350 52.08 1.74 dm3
2.75 1.78 nivel 130.11 0.04
2.75 1.78 nivel 120.11 0.04
2.75 1.78 nivel 110.23 0.11
1.84 1.19 nivel 100.23 0.11
1.84 1.19 nivel 90.23 0.11
1.84 1.19 nivel 80.23 0.11
1.84 1.19 nivel 70.23 0.11
1.84 1.19 nivel 60.23 0.11
1.84 1.19 nivel 50.42 0.23
1.84 1.19 nivel 40.42 0.23
1.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 22.54 1.74
1.84 1.19 nivel 12.54 1.74
K=I/L
2 3 4
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4.65 7.19
EJE 3 EJE 4 SUMATORIA0.106 0.043 0.2990.106 0.043 0.2990.214 0.102 0.6340.209 0.099 0.6190.209 0.099 0.6190.209 0.099 0.6190.209 0.099 0.6190.209 0.099 0.6190.367 0.189 1.1160.367 0.189 1.1160.576 0.309 1.7811.384 0.707 4.2431.384 0.707 4.243
∑▒𝐾𝑣𝑖𝑔𝑎𝑠∑▒𝐾𝑐𝑜𝑙𝑢𝑚𝑛𝑎𝑠 + ∑▒𝐾𝑣𝑖𝑔𝑎𝑠
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CÁLCULO DE RIGIDEZ
Corte eje B-B
3333333333333
6.56 4.65 7.19
1 2 3 4
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10.894
1 26.56 4.65
NIVEL 131 2
Ksup.col 0 0Kinf.col 0.04 1.95 1.95 0.11 2.75 2.75
F.D. 0.02 0.98 0.41 0.02 0.57 0.593M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -0.78 -38.29 7.97 0.39 11.08 -16.191° T 3.98 -19.14 -8.09 5.54Meq -3.98 27.24
2° DIST. -0.08 -3.91 11.17 0.54 15.53 -16.922° T 5.58 -1.95 -8.46 7.76Meq -5.58 10.41
3° DIST. -0.11 -5.47 4.27 0.21 5.94 -6.13
-0.97 0.97 -36.76 1.14 35.61 -45.57OK
VL 35.73 -35.73 25.33 -25.33-5.45 -5.45 -2.14 -2.14
VF 30.28 30.28 -41.19 64.38 23.19 -27.47
X FUERZA CORTANTE0 0.000 30.28
6.56 -41.196.56 23.19
11.21 -27.4711.21 45.55
18.4 -32.7818.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
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ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.8 0 0.97X2 = 2.1 2.8 43.361228X3 = 4.18 6.56 -34.0705805
8.66 -9.7225978711.21 -44.744992915.39 50.45988 Mmax
18.4 1.133069718.4 -0.02
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
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1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.230 0 1.31
0.11 1.78 1.78 0.04 0.11 0.230.023 0.384 0.98 0.02 1.31
46.93 -46.93 0.11 0.23-27.30 46.93 1.31-0.63 -10.48 45.99 0.94 0.11 0.23
23.00 -5.24 1.31-28.54 5.24 0.11 0.23-0.66 -10.96 5.14 0.10 1.31
2.57 -5.48 0.11 0.23-10.33 5.48 1.31-0.24 -3.97 5.37 0.11 0.23 0.42
1.31-1.52 47.09 -1.15 1.15 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.716.39 6.39 1.31
73.02 45.55 -32.78 32.78 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
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0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
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FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗 _𝑉𝐼𝐺 )
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗 _𝑉𝐼𝐺 )
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2
12
13
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
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FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗 _𝑉𝐼𝐺 )
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F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
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FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
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MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
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REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
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10.894
1 26.56 4.65
NIVEL 121 2
Ksup.col 0.04 0.11Kinf.col 0.04 1.95 1.95 0.11 2.75 2.75
F.D. 0.04 0.96 0.4 0.04 0.56 0.5795M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -1.56 -37.50 7.78 0.78 10.89 -15.821° T 3.89 -18.75 -7.91 5.44Meq -3.89 26.66
2° DIST. -0.16 -3.73 10.67 1.07 14.93 -16.072° T 5.33 -1.87 -8.04 7.47Meq -5.33 9.90
3° DIST. -0.21 -5.12 3.96 0.40 5.55 -5.73
-1.93 1.93 -37.28 2.24 35.04 -44.35OK
VL 35.73 -35.73 25.33 -25.33-5.39 -5.39 -2.00 -2.00
VF 30.34 30.34 -41.12 64.45 23.33 -27.33
X FUERZA CORTANTE0 0.000 30.34
6.56 -41.126.56 23.33
11.21 -27.3311.21 45.35
18.4 -32.9818.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.34
-41.12
23.33
-27.33
45.35
-32.98
0.00
FUERZA CORTANTE
![Page 22: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/22.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.8 0 1.93X2 = 2.1 2.8 44.4119015X3 = 4.2 6.56 -32.8965102
8.66 -8.4027891911.21 -43.248216215.41 51.9801398
18.4 2.6735092518.4 -0.19
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.34
-41.12
23.33
-27.33
45.35
-32.98
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
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1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.11 0.04 1.310.11 1.78 1.78 0.04 0.11 0.23
0.0457 0.3748 0.95 0.05 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-1.25 -10.23 44.58 2.35 0.11 0.23
22.29 -5.12 1.31-27.73 5.12 0.11 0.23-1.27 -10.40 4.86 0.26 1.31
2.43 -5.20 0.11 0.23-9.90 5.20 1.31-0.45 -3.71 4.94 0.26 0.23 0.42
1.31-2.97 47.32 -2.86 2.86 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.716.18 6.18 1.31
72.68 45.35 -32.98 32.98 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.34
-41.12
23.33
-27.33
45.35
-32.98
0.00
FUERZA CORTANTE
![Page 24: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/24.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.34
-41.12
23.33
-27.33
45.35
-32.98
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
![Page 25: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/25.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 26: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/26.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
![Page 27: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/27.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 28: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/28.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 29: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/29.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 30: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/30.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 31: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/31.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 32: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/32.jpg)
10.894
1 26.56 4.65
NIVEL 111 2
Ksup.col 0.04 0.11Kinf.col 0.11 1.95 1.95 0.23 2.75 2.75
F.D. 0.07 0.93 0.387345 0.066206 0.546449 0.565647M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -2.73 -36.33 7.53 1.29 10.62 -15.441° T 3.76 -18.17 -7.72 5.31Meq -3.76 25.89
2° DIST. -0.26 -3.50 10.03 1.71 14.15 -15.222° T 5.01 -1.75 -7.61 7.07Meq -5.01 9.36
3° DIST. -0.35 -4.66 3.62 0.62 5.11 -5.30
-3.35 3.35 -37.80 3.62 34.18 -43.20OK
VL 35.73 -35.73 25.33 -25.33-5.25 -5.25 -1.94 -1.94
VF 30.48 30.48 -40.98 64.37 23.39 -27.27
X FUERZA CORTANTE0 0.000 30.48
6.56 -40.986.56 23.39
11.21 -27.2711.21 45.15
18.4 -33.1818.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.48
-40.98
23.39
-27.27
45.15
-33.18
0.00
FUERZA CORTANTE
![Page 33: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/33.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.8 0 3.35X2 = 2.2 2.8 46.0215772X3 = 4.15 6.56 -31.0290346
8.76 -5.301949411.21 -38.706279315.36 54.9724059
18.4 4.5365171418.4 -0.01
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.48
-40.98
23.39
-27.27
45.15
-33.18
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 34: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/34.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.11 0.04 1.310.23 1.78 1.78 0.11 0.11 0.23
0.068532 0.365821 0.92 0.08 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-1.87 -9.99 43.18 3.75 0.11 0.23
21.59 -4.99 1.31-26.90 4.99 0.11 0.23-1.84 -9.84 4.59 0.40 1.31
2.30 -4.92 0.11 0.23-9.37 4.92 1.31-0.64 -3.43 4.53 0.39 0.23 0.42
1.31-4.36 47.56 -4.55 4.55 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.715.98 5.98 1.31
72.42 45.15 -33.18 33.18 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.48
-40.98
23.39
-27.27
45.15
-33.18
0.00
FUERZA CORTANTE
![Page 35: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/35.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.48
-40.98
23.39
-27.27
45.15
-33.18
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 36: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/36.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 37: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/37.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 38: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/38.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 39: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/39.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 40: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/40.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 41: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/41.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 42: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/42.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 43: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/43.jpg)
10.894
1 26.56 4.65
NIVEL 9 y 101 2
Ksup.col 0.11 0.23Kinf.col 0.11 1.31 1.31 0.23 1.84 1.84
F.D. 0.14 0.86 0.363 0.125 0.512 0.529M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -5.47 -33.60 7.06 2.43 9.95 -14.441° T 3.53 -16.80 -7.22 4.98Meq -3.53 24.02
2° DIST. -0.49 -3.03 8.72 3.00 12.30 -13.182° T 4.36 -1.52 -6.59 6.15Meq -4.36 8.11
3° DIST. -0.61 -3.75 2.94 1.01 4.15 -4.30
-6.57 6.57 -38.66 6.45 32.22 -40.43OK
VL 35.73 -35.73 25.33 -25.33-4.89 -4.89 -1.77 -1.77
VF 30.84 30.84 -40.62 64.19 23.56 -27.10
X FUERZA CORTANTE0 0.000 30.84
6.56 -40.626.56 23.56
11.21 -27.1011.21 44.70
18.4 -33.6218.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
![Page 44: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/44.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.8 0 0X2 = 2.2 0 6.57X3 = 4.165 2.8 49.7502873
6.56 -26.62324038.76 -0.70507341
11.21 -33.896607815.375 59.2014949
18.4 8.3468757218.4 -0.03
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40
-20
0
20
40
60
80
MOMENTO
MOMENTO
![Page 45: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/45.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.23 0.11 1.310.23 1.19 1.19 0.11 0.11 0.23
0.129 0.342 0.85 0.15 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-3.52 -9.34 39.89 7.04 0.11 0.23
19.95 -4.67 1.31-24.92 4.67 0.11 0.23-3.21 -8.52 3.97 0.70 1.31
1.98 -4.26 0.11 0.23-8.13 4.26 1.31-1.05 -2.78 3.62 0.64 0.23 0.42
1.31-7.79 48.22 -8.38 8.38 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.715.54 5.54 1.31
71.80 44.70 -33.62 33.62 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
![Page 46: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/46.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40
-20
0
20
40
60
80
MOMENTO
MOMENTO
![Page 47: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/47.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 48: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/48.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-40
-20
0
20
40
60
80
MOMENTO
MOMENTO
![Page 49: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/49.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 50: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/50.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 51: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/51.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 52: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/52.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 53: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/53.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 54: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/54.jpg)
8.158
1 26.56 4.65
NIVEL 6, 7 y 81 2
Ksup.col 0.11 0.23Kinf.col 0.11 1.31 1.31 0.23 1.84 1.84
F.D. 0.14 0.86 0.363 0.125 0.512 0.529M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -5.47 -33.60 7.06 2.43 9.95 -14.441° T 3.53 -16.80 -7.22 4.98Meq -3.53 24.02
2° DIST. -0.49 -3.03 8.72 3.00 12.30 -13.182° T 4.36 -1.52 -6.59 6.15Meq -4.36 8.11
3° DIST. -0.61 -3.75 2.94 1.01 4.15 -4.30
-6.57 6.57 -38.66 6.45 32.22 -40.43OK
VL 35.73 -35.73 25.33 -25.33-4.89 -4.89 -1.77 -1.77
VF 30.84 30.84 -40.62 64.19 23.56 -27.10
X FUERZA CORTANTE0 0.000 30.84
6.56 -40.626.56 23.56
11.21 -27.1011.21 44.70
18.4 -33.6218.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
![Page 55: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/55.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.85 0 6.57X2 = 2.2 2.85 50.5212979X3 = 4.11 6.56 -24.8366243
8.76 1.0815425911.21 -32.109991815.32 59.7587242
18.4 7.9794755718.4 -0.40
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 56: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/56.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.23 0.11 1.310.23 1.19 1.19 0.11 0.11 0.23
0.129 0.342 0.85 0.15 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-3.52 -9.34 39.89 7.04 0.11 0.23
19.95 -4.67 1.31-24.92 4.67 0.11 0.23-3.21 -8.52 3.97 0.70 1.31
1.98 -4.26 0.11 0.23-8.13 4.26 1.31-1.05 -2.78 3.62 0.64 0.23 0.42
1.31-7.79 48.22 -8.38 8.38 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.715.54 5.54 1.31
71.80 44.70 -33.62 33.62 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
![Page 57: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/57.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.84
-40.62
23.56
-27.10
44.70
-33.62
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 58: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/58.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 59: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/59.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 60: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/60.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 61: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/61.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 62: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/62.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 63: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/63.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 64: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/64.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 65: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/65.jpg)
9.212
1 26.56 4.65
NIVEL 51 2
Ksup.col 0 0Kinf.col 0.04 1.95 1.95 0.11 2.75 2.75
F.D. 0.02 0.98 0.41 0.02 0.57 0.593M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -0.78 -38.29 7.97 0.39 11.08 -16.191° T 3.98 -19.14 -8.09 5.54Meq -3.98 27.24
2° DIST. -0.08 -3.91 11.17 0.54 15.53 -16.922° T 5.58 -1.95 -8.46 7.76Meq -5.58 10.41
3° DIST. -0.11 -5.47 4.27 0.21 5.94 -6.13
-0.97 0.97 -36.76 1.14 35.61 -45.57OK
VL 35.73 -35.73 25.33 -25.33-5.45 -5.45 -2.14 -2.14
VF 30.28 30.28 -41.19 64.38 23.19 -27.47
X FUERZA CORTANTE0 0.000 30.28
6.56 -41.196.56 23.19
11.21 -27.4711.21 45.55
18.4 -32.7818.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
![Page 66: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/66.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.7793 0 0.97X2 = 2.1286 2.7793 43.0478558X3 = 4.181 6.56 -34.8102395
8.6886 -10.130660611.21 -44.7602554
15.391 50.467393818.4 1.1569711418.4 0.00
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
![Page 67: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/67.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.230 0 1.31
0.11 1.78 1.78 0.04 0.11 0.230.023 0.384 0.98 0.02 1.31
46.93 -46.93 0.11 0.23-27.30 46.93 1.31-0.63 -10.48 45.99 0.94 0.11 0.23
23.00 -5.24 1.31-28.54 5.24 0.11 0.23-0.66 -10.96 5.14 0.10 1.31
2.57 -5.48 0.11 0.23-10.33 5.48 1.31-0.24 -3.97 5.37 0.11 0.23 0.42
1.31-1.52 47.09 -1.15 1.15 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.716.39 6.39 1.31
73.02 45.55 -32.78 32.78 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
![Page 68: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/68.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
30.28
-41.19
23.19
-27.47
45.55
-32.78
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
![Page 69: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/69.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 70: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/70.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-60.00
-40.00
-20.00
0.00
20.00
40.00
60.00
MOMENTO
MOMENTO
![Page 71: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/71.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 72: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/72.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 73: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/73.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 74: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/74.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 75: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/75.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 76: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/76.jpg)
9.212
1 26.56 4.65
NIVEL 41 2
Ksup.col 0.23 0.42Kinf.col 0.23 1.31 1.31 0.42 1.84 1.84
F.D. 0.26 0.74 0.33 0.21 0.46 0.4765M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -10.16 -28.91 6.41 4.08 8.94 -13.011° T 3.21 -14.45 -6.50 4.47Meq -3.21 20.96
2° DIST. -0.83 -2.37 6.92 4.40 9.64 -10.292° T 3.46 -1.19 -5.15 4.82Meq -3.46 6.33
3° DIST. -0.90 -2.56 2.09 1.33 2.91 -3.03
-11.89 11.89 -39.29 9.81 29.47 -36.67OK
VL 35.73 -35.73 25.33 -25.33-4.18 -4.18 -1.55 -1.55
VF 31.56 31.56 -39.91 63.69 23.78 -26.88
X FUERZA CORTANTE0 0.000 31.56
6.56 -39.916.56 23.78
11.21 -26.8811.21 43.87
18.4 -34.4518.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.56
-39.91
23.78
-26.88
43.87
-34.45
0.00
FUERZA CORTANTE
![Page 77: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/77.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 2.95 0 11.89X2 = 2.24 2.95 58.4354911X3 = 4.035 6.56 -13.5997998
8.8 13.035361411.21 -19.3498644
15.245 69.166085618.4 14.815242618.4 0.11
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.56
-39.91
23.78
-26.88
43.87
-34.45
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 78: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/78.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.42 0.23 1.310.42 1.19 1.19 0.23 0.11 0.23
0.2154 0.3081 0.73 0.27 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-5.88 -8.41 34.26 12.67 0.11 0.23
17.13 -4.21 1.31-21.60 4.21 0.11 0.23-4.65 -6.66 3.07 1.14 1.31
1.54 -3.33 0.11 0.23-6.36 3.33 1.31-1.37 -1.96 2.43 0.90 0.23 0.42
1.31-11.90 48.57 -14.71 14.71 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.714.71 4.71 1.31
70.75 43.87 -34.45 34.45 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.56
-39.91
23.78
-26.88
43.87
-34.45
0.00
FUERZA CORTANTE
![Page 79: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/79.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.56
-39.91
23.78
-26.88
43.87
-34.45
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 80: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/80.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 81: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/81.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-40.00
-20.00
0.00
20.00
40.00
60.00
80.00
MOMENTO
MOMENTO
![Page 82: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/82.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 83: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/83.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 84: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/84.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 85: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/85.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 86: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/86.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 87: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/87.jpg)
9.212
1 26.56 4.65
NIVEL 31 2
Ksup.col 0.23 0.42Kinf.col 0.42 1.31 1.31 0.71 1.84 1.84
F.D. 0.33 0.67 0.31 0.26 0.43 0.443M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -12.89 -26.18 6.03 5.05 8.36 -12.091° T 3.01 -13.09 -6.05 4.18Meq -3.01 19.13
2° DIST. -0.99 -2.02 5.93 4.98 8.23 -8.612° T 2.97 -1.01 -4.30 4.11Meq -2.97 5.31
3° DIST. -0.98 -1.99 1.65 1.38 2.28 -2.38
-14.87 14.87 -39.56 11.41 28.15 -34.42OK
VL 35.73 -35.73 25.33 -25.33-3.76 -3.76 -1.35 -1.35
VF 31.97 31.97 -39.50 63.48 23.98 -26.68
X FUERZA CORTANTE0 0.000 31.97
6.56 -39.506.56 23.98
11.21 -26.6811.21 43.31
18.4 -35.0218.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.97
-39.50
23.98
-26.68
43.31
-35.02
0.00
FUERZA CORTANTE
![Page 88: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/88.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 3 0 14.87X2 = 2.25 3 62.8171271X3 = 4 6.56 -7.48699108
8.81 19.489485711.21 -12.524125815.21 74.0882044
18.4 18.228601118.4 -0.54
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.97
-39.50
23.98
-26.68
43.31
-35.02
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
MOMENTO
MOMENTO
![Page 89: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/89.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.42 0.23 1.310.71 1.19 1.19 0.42 0.11 0.23
0.271 0.286 0.65 0.35 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-7.40 -7.81 30.51 16.43 0.11 0.23
15.25 -3.90 1.31-19.43 3.90 0.11 0.23-5.27 -5.56 2.54 1.37 1.31
1.27 -2.78 0.11 0.23-5.38 2.78 1.31-1.46 -1.54 1.81 0.97 0.23 0.42
1.31-14.12 48.55 -18.77 18.77 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.714.14 4.14 1.31
69.98 43.31 -35.02 35.02 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.97
-39.50
23.98
-26.68
43.31
-35.02
0.00
FUERZA CORTANTE
![Page 90: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/90.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
31.97
-39.50
23.98
-26.68
43.31
-35.02
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
MOMENTO
MOMENTO
![Page 91: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/91.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 92: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/92.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
80.00
MOMENTO
MOMENTO
![Page 93: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/93.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 94: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/94.jpg)
F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
![Page 95: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/95.jpg)
FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
![Page 96: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/96.jpg)
MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 97: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/97.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
![Page 98: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/98.jpg)
9.212
1 26.56 4.65
NIVEL 21 2
Ksup.col 0.42 0.71Kinf.col 1.74 1.31 1.31 2.54 1.84 1.84
F.D. 0.62 0.38 0.2 0.51 0.29 0.293M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -24.22 -14.85 3.89 9.91 5.64 -8.001° T 1.94 -7.42 -4.00 2.82Meq -1.94 11.42
2° DIST. -1.21 -0.74 2.28 5.83 3.31 -3.302° T 1.14 -0.37 -1.65 1.66Meq -1.14 2.02
3° DIST. -0.71 -0.43 0.40 1.03 0.59 -0.62
-26.14 26.14 -40.28 16.77 23.51 -27.08OK
VL 35.73 -35.73 25.33 -25.33-2.16 -2.16 -0.77 -0.77
VF 33.58 33.58 -37.89 62.45 24.56 -26.09
X FUERZA CORTANTE0 0.000 33.58
6.56 -37.896.56 24.56
11.21 -26.0911.21 41.35
18.4 -36.9818.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
33.58
-37.89
24.56
-26.09
41.35
-36.98
0.00
FUERZA CORTANTE
![Page 99: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/99.jpg)
ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 3.2 0 26.14X2 = 2.4 3.2 79.8559749X3 = 3.8 6.56 16.2023168
8.96 45.67715811.21 16.320584115.01 94.8897495
18.4 32.215992718.4 -0.17
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
33.58
-37.89
24.56
-26.09
41.35
-36.98
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
![Page 100: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/100.jpg)
1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
0.71 0.42 1.312.54 1.19 1.19 1.74 0.11 0.23
0.517 0.19 0.36 0.64 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-14.12 -5.19 16.90 30.04 0.11 0.23
8.45 -2.59 1.31-11.27 2.59 0.11 0.23-5.82 -2.14 0.93 1.66 1.31
0.47 -1.07 0.11 0.23-2.12 1.07 1.31-1.10 -0.40 0.39 0.68 0.23 0.42
1.31-21.04 48.11 -32.38 32.38 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.712.19 2.19 1.31
67.45 41.35 -36.98 36.98 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
33.58
-37.89
24.56
-26.09
41.35
-36.98
0.00
FUERZA CORTANTE
![Page 101: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/101.jpg)
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
33.58
-37.89
24.56
-26.09
41.35
-36.98
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
![Page 102: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/102.jpg)
FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
![Page 103: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/103.jpg)
2
12
13
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
![Page 104: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/104.jpg)
FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
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F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
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FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
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MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 108: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/108.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn
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9.212
1 26.56 4.65
NIVEL 11 2
Ksup.col 1.74 2.54Kinf.col 1.74 1.31 1.31 2.54 1.84 1.84
F.D. 0.73 0.27 0.16 0.62 0.22 0.227M.E.P. 39.07 -39.07 19.63 -19.63Meq -39.07 19.44
1° DIST. -28.52 -10.55 3.11 12.05 4.28 -6.201° T 1.56 -5.27 -3.10 2.14Meq -1.56 8.37
2° DIST. -1.14 -0.42 1.34 5.19 1.84 -1.872° T 0.67 -0.21 -0.94 0.92Meq -0.67 1.15
3° DIST. -0.49 -0.18 0.18 0.71 0.25 -0.27
-30.14 30.14 -39.92 17.95 21.97 -24.91OK
VL 35.73 -35.73 25.33 -25.33-1.49 -1.49 -0.63 -0.63
VF 34.24 34.24 -37.22 61.92 24.70 -25.96
X FUERZA CORTANTE0 0.000 34.24
6.56 -37.226.56 24.70
11.21 -25.9611.21 40.73
18.4 -37.6018.4 0.00
SM
DV
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
34.24
-37.22
24.70
-25.96
40.73
-37.60
0.00
FUERZA CORTANTE
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ANALISAMOS POR CORTE
Hallando X1, X2, X3X MOMENTO
X1 = 3.2 0 30.14X2 = 2.4 3.2 84.9308188X3 = 3.8 6.56 22.3971266
8.96 52.032518411.21 22.826460815.01 100.206257 Mmax
18.4 36.471457718.4 -0.19
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
34.24
-37.22
24.70
-25.96
40.73
-37.60
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
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1.953 4 0.04 0.11
7.19 1.950.04 0.11
1.953 4 0.11 0.23
2.54 1.74 1.312.54 1.19 1.19 1.74 0.11 0.23
0.626 0.147 0.26 0.74 1.3146.93 -46.93 0.11 0.23
-27.30 46.93 1.31-17.09 -4.01 12.20 34.73 0.11 0.23
6.10 -2.01 1.31-8.24 2.01 0.11 0.23-5.16 -1.21 0.52 1.48 1.31
0.26 -0.61 0.11 0.23-1.18 0.61 1.31-0.74 -0.17 0.16 0.45 0.23 0.42
1.31-22.99 47.90 -36.66 36.66 0.23 0.42
OK 1.3139.16 -39.16 0.42 0.711.56 1.56 1.31
66.69 40.73 -37.60 37.60 1.74 2.541.31
1.74 2.54
6.56
0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
34.24
-37.22
24.70
-25.96
40.73
-37.60
0.00
FUERZA CORTANTE
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0 2 4 6 8 10 12 14 16 18 20
-50.00
-40.00
-30.00
-20.00
-10.00
0.00
10.00
20.00
30.00
40.00
50.00
0.00
34.24
-37.22
24.70
-25.96
40.73
-37.60
0.00
FUERZA CORTANTE
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
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FACTORES DE DISTRBUCIÓN
2.75 1.78 nivel 13 NUDO NIVEL0.11 0.04
1
12.75 1.78 nivel 12
0.11 0.04 22.75 1.78 nivel 11
0.23 0.11 31.84 1.19 nivel 10
0.23 0.11 41.84 1.19 nivel 9
0.23 0.11 51.84 1.19 nivel 8
0.23 0.11 6, 7, 8, 9, 101.84 1.19 nivel 7
0.23 0.11 111.84 1.19 nivel 6
0.23 0.11 121.84 1.19 nivel 5
0.42 0.2313
1.84 1.19 nivel 40.42 0.23
2
11.84 1.19 nivel 30.71 0.42
1.84 1.19 nivel 222.54 1.74
1.84 1.19 nivel 12.54 1.74
34.65 7.19
4
5
6, 7, 8, 9, 10
11
12
〖𝐹𝐷〗 _𝐶𝑂𝐿=𝑘_𝐶𝑂𝐿/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
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2
12
13
0 2 4 6 8 10 12 14 16 18 20
-20.00
0.00
20.00
40.00
60.00
80.00
100.00
120.00
MOMENTO
MOMENTO
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FACTOR DE DISTRIBUCIÓN NUDO NIVEL FACTOR DE DISTRIBUCIÓNF.D. COLUMNA 0.73
3
1F.D. COLUMNA 0.63
F.D. VIGA 0.27 F.D. VIGA 0.15F.D. COLUMNA 0.62 F.D. VIGA 0.23F.D. VIGA 0.38
2F.D. COLUMNA 0.52
F.D. COLUMNA 0.33 F.D. VIGA 0.19F.D. VIGA 0.67 F.D. VIGA 0.29F.D. COLUMNA 0.26
3F.D. COLUMNA 0.271
F.D. VIGA 0.74 F.D. VIGA 0.286F.D. COLUMNA 0.2 F.D. VIGA 0.443F.D. VIGA 0.8
4F.D. COLUMNA 0.22
F.D. COLUMNA 0.14 F.D. VIGA 0.31F.D. VIGA 0.86 F.D. VIGA 0.48F.D. COLUMNA 0.07
5F.D. COLUMNA 0.17
F.D. VIGA 0.93 F.D. VIGA 0.32F.D. COLUMNA 0.04 F.D. VIGA 0.5F.D. VIGA 0.96
6, 7, 8, 9, 10F.D. COLUMNA 0.129
F.D. COLUMNA 0.02 F.D. VIGA 0.342F.D. VIGA 0.98 F.D. VIGA 0.529F.D. COLUMNA 0.62
11F.D. COLUMNA 0.07
F.D. VIGA 0.22 F.D. VIGA 0.37F.D. VIGA 0.16 F.D. VIGA 0.57F.D. COLUMNA 0.51
12F.D. COLUMNA 0.046
F.D. VIGA 0.29 F.D. VIGA 0.375F.D. VIGA 0.2 F.D. VIGA 0.58F.D. COLUMNA 0.264
13F.D. COLUMNA 0.02
F.D. VIGA 0.431 F.D. VIGA 0.38F.D. VIGA 0.305 F.D. VIGA 0.59F.D. COLUMNA 0.21
4
1F.D. COLUMNA 0.74
F.D. VIGA 0.46 F.D. VIGA 0.26F.D. VIGA 0.33
2F.D. COLUMNA 0.64
F.D. COLUMNA 0.17 F.D. VIGA 0.36F.D. VIGA 0.49
3F.D. COLUMNA 0.35
F.D. VIGA 0.34 F.D. VIGA 0.65F.D. COLUMNA 0.125 4 F.D. COLUMNA 0.27F.D. VIGA 0.512 F.D. VIGA 0.73F.D. VIGA 0.363 5 F.D. COLUMNA 0.22F.D. COLUMNA 0.07 F.D. VIGA 0.78F.D. VIGA 0.55
6, 7, 8, 9, 10F.D. COLUMNA 0.15
F.D. VIGA 0.39 F.D. VIGA 0.85F.D. COLUMNA 0.044 11 F.D. COLUMNA 0.08F.D. VIGA 0.559 F.D. VIGA 0.92
〖𝐹𝐷〗 _𝑉𝐼𝐺=𝑘_𝑉𝐼𝐺/(〖 Σ𝑘〗 _𝐶𝑂𝐿+〖 Σ𝑘〗_𝑉𝐼𝐺 )
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F.D. VIGA 0.397
4
12 F.D. COLUMNA 0.05F.D. COLUMNA 0.02 F.D. VIGA 0.95F.D. VIGA 0.57
13F.D. COLUMNA 0.02
F.D. VIGA 0.41 F.D. VIGA 0.98
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FORMULAS
NIVEL W (Tn/m)MOMENTO DE EMPOTRAMIENTO
L = 6.56 m L =
1, 2, 3, 4, 5 9.212 M1-2 33.04 Tn-m M2-3M2-1 33.04 Tn-m M3-2
6, 7, 8 8.158 M1-2 29.26 Tn-m M2-3M2-1 29.26 Tn-m M3-2
10.894M1-2 39.07 Tn-m M2-3M2-1 39.07 Tn-m M3-2
9, 10, 11, 12, 13
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12
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MOMENTO DE EMPOTRAMIENTO REACCIONES4.65 m L = 7.19 m L = 6.56 m L = 4.65 m L =
16.60 Tn-m M3-4 39.69 Tn-m V1-2 30.22 Tn V2-3 21.42 Tn V3-416.60 Tn-m M4-3 39.69 Tn-m V2-1 -30.22 Tn V3-2 -21.42 Tn V4-314.70 Tn-m M3-4 35.14 Tn-m V1-2 26.76 Tn V2-3 18.97 Tn V3-414.70 Tn-m M4-3 35.14 Tn-m V2-1 -26.76 Tn V3-2 -18.97 Tn V4-319.63 Tn-m M3-4 46.93 Tn-m V1-2 35.73 Tn V2-3 25.33 Tn V3-419.63 Tn-m M4-3 46.93 Tn-m V2-1 -35.73 Tn V3-2 -25.33 Tn V4-3
𝑀_(𝑖−𝑗)=(𝑤×𝐿^2)/12 𝑉_(𝑖−𝑗)=(𝑤×𝐿)/2
![Page 119: EDIFICIO-12-PISOS CROS.xlsx](https://reader035.vdocuments.site/reader035/viewer/2022062217/563dbb26550346aa9aaaaf13/html5/thumbnails/119.jpg)
REACCIONES7.19 m
33.12 Tn-33.12 Tn29.33 Tn-29.33 Tn39.16 Tn-39.16 Tn